Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads

Table 6

Parameters of the bridge in the fundamental model.

(m)	(m)	(m^4)	(m^2)	(MPa)	(kg/m^3)		(cm)
40	12	3.54	7.08	34500	2600	0.05	2.0

: length, : width, : moment of inertia, : modules of elasticity, : density, : damping ratio, and : maximum magnitude of the roughness.